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020-1479-03-200
/ Q § 2 ( 0 �D $ � D _ / ¥-0 % £ 0- \ 2 � E m fF- % k ) E a \ U. u 0CL 2 'o 0 �e¥- Ja) 2 � _ » o w 0 k d C j § 2 @ ©- a ■ &]0 fEE ) 2 \ 2 j§� . \ E MEm ` ° - \ ) � Ik) � a / \\ m) % } ) k k ° a .. � a $ ) 0 � \ } I k o < e o c a = E ) C-4 § § § .. - ; ƒ a a a f a § 2 j CO\ \ k o / C q k / D \ \ \ #2m \ § / $ / � § \ \ $ ® \ § ( 0 k 2 \ \ \ © ® - / § n ] / 2 e E o n - L § G § § e o c a $ n \ ; $ \ 0 ƒ � ` f ) ;-o 6 q 2 : ) ; § § 2 = B -� ¢ g m 2 ( ) S \ 2 p £ £ 2 \ k k § I :I _ _ , - a CL # : k a § / J a 0 $ 0 Parcel #: 020-1479-03-200 03/28/2014 12:36 PM PAGE 1 OF 1 Alt. Parcel M 36.29.19.3023 020-TOWN OF HUDSON Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 09/25/2007 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-SHILTS,TIMOTHY L&JENNIFER M TIMOTHY L&JENNIFER M SHILTS 858 YOST DR HUDSON WI 54016 Property Address(es): '=Primary *858 YOST DR Districts: SC=School SP= Special Type Dist# Description SC 2611 SCH DIST OF HUDSON SP 1700 WITC Notes: Legal Description: Acres: 2.250 SEC 36 T29N R1 9W PT SW SE COTTONWOOD SOUTH LOT 2 Parcel History: Date Doc# Vol/Page Type 06/29/2012 959194 WD 03/09/2009 890507 WD 09/26/2007 861243 AGREE 09/25/2007 861165 11/23 PLAT more Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg: * 11-023-COTTONWOOD SOUTH LOTS 1/26 020- 36-29N-19W SW SE LOT 02 2014 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/18/2012 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.250 50,900 219,000 269,900 NO Totals for 2014: General Property 2.250 50,900 219,000 269,900 Woodland 0.000 0 0 Totals for 2013: General Property 2.250 50,900 219,000 269,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 10/06/2011 Batch M 11-16 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 020 - 1479 -06 -000 01/30/2008 11:31 AM PAGE 1 OF 1 Alt. Parcel #: 36.29.19.3027 020 - TOWN OF HUDSON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/03/2007 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner O - BAST, KERNON J & DONALDA J SPEER- KERNON J & DONALDA J SPEER- BAST 948 LABARGE RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): *= Primary Type Dist # Description * 873 YOST DR SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.000 Plat: 11- 023 - COTTONWOOD SOUTH LOTS 1/26020 -07 SEC 36 T29N R19W PT SW SE COTTONWOOD Block/Condo Bldg: LOT 06 SOUTH LOT 6 & COMMON SEPTIC SYSTEM BEING OL 2 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 36- 29N -19W SW SE Notes: Parcel History: Date Doc # Vol /Page Type 09/26/2007 861243 AGREE 09/25/2007 861165 11/23 PLAT 01/28/2005 786109 2739/316 WD 10/30/1998 590369 1371/572 WD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/03/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 0"ix C SUNTY e PLANNING ZONING November 19, 2009 Kernon Bast c/o Edina Realty, Inc. s 400 South 2 Street ``` Hudson, WI 54016 Code Administrat RE: Compliance deposit refunds for Cottonwood South '07 lots 715 - 386 -4680 Section 36, Town of Hudson Land Information & e Planning Dear Mr. Bast: 715- 386 -4674 recently reviewed the Board of Adjustment Decision for the above subdivision while Real Propel °' processing a sanitary permit application and noted that you have compliance deposits that 715- 3: =• ° -z° 677 may be eligible for refund. According to Condition #5: Reing "The plan shall be accompanied by a $100 nonrefundable staff review fee and a cash °E•- 386 -4675 compliance deposit for the lot. The compliance deposit for the six lots under construction shall be $1,100 each, and the compliance deposit for the remaining lots in the subdivision shall be $300 each. The cash compliance deposit will be held by the Zoning Administrator until construction is complete, permanent vegetation has been established, and the project is found to be in compliance with the conditions of this approval, at which time the deposit will be refunded in full. Upon completing construction on each lot, the applicant shall submit to the Zoning Administrator photos of the completed construction and certification from the project engineer that the construction has been completed as approved to serve as proof of compliance." Our sanitary database records show eight (8) permits were issued whose POWTS have been installed and inspected. However, there are some non - compliance issues that must w be resolved before lots 2 and lot 24 will be considered "complete ". We need to obtain elevations and documentation of the building sewer and tanks that were installed on lot 24 without county inspection and the mound on lot 2 does not meet the required setback from the north lot line. When we have received photos that document completion of construction on each lot, your g deposit refunds will be processed. p P ` S ely, yip Pam Quinn Zoning Specialist Cc: Brian & Molly Hayes, lot 24 property owners Andre Buechner, lot 2 property owner Si CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, WI 54016 715-386-4686 FAX PZ6CO. SA/NT- CRO/X. WI. US WNW W . CO. SAI NT -C ROIX. W I. U S Wisconsi,±fJepartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix :I1 °'ind Building Division ' INSPECTION REPORT Sanitary Permit No: 506372 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Bast, Kernon Hudson, Town of CST BM Elev: /� - Insp. BM Elev. BM Description: Section/Town /Range /Map No + t a / TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER /`:,. -•y ...i CAPACITY S ATION BS HI FS ELEV. ti --1 0r� D7 5 /vs 2- /rid,_ 7) Septic , , p Bench rk w 0 /00 ,• Dosing Alt. BM /t if Aeration Bldg. Sewer 1 I ' . '‘.7, `f' Holding- 6. St /Ht Inlet .r: TANK SETBACK INFORMATION St/Ht Outlet (0.,:..., r TANK TO ' P/L ; / WELL BLDG. Vent to Air Intake ROAD Dt Inlet I . - j Septic Dt Bottom 1 Dosing + • Header/Man. 7 2s 1 d f 9 Aeration �� Dist. Pipe 3,1 /0 + Holding Bot. System 4, 01 i / /CV') PUMP /SIPHON INFORMATION � Final Grade J i ---'- . ` , _ Manufacturer ,r t...) Demand St Cover '' ,�. i GPM •-•''''' /t ..k. i • /V Model Number t- , . + nn V ' TDH Lift., Friction Loss System Head TDH Ft/ a , s Forcemain Length 4 Dia. •. J Dist to Sven SOIL ABSORPTION SYSTEM BED /TRENCH Width / Length J N Of Tr PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS /� (/ 2...-S- ,„-------- , SETBACK SYSTEM TO P/Liti BLDG WEL LAKE /STREA ING Manufacturer: INFORMATION S,rste: / < „11 C- , BER OR —' T y �"V" m <$ j„/ 7- //5 / / Model Number: DISTR) U ON SYSTEM :: w - ' / A-' _ P4 -er�R), 26 Header anif Id /r Distribution y _ __J X 2- // ) x Hole Size f x Hole Spacing Ve to it Intake iPIpes) J C') 2 ri 0 / Y/ Z � / Length p Dia �� Length Dia l ' Spacing a ( / / - D SOIL COVER x Pressure Systems Only xx Mound Or t -Grade Systems Only t'..: ,... ....0.- ' Depth Over ' Depth Over xx Depth of xx eeded /Sodded x?d'Mulched t '. Bed /Trench Center - Bed/Trench Edges To soil 7` B g p r ,. [� Yes No Yes [] No } COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 1 1 / 1 / � - Inspection #2: / / 2• t-1 ' :'' / Location: 858 Yost Drive Hudson, WI 54016 (SW 1/4 SE 1/4 36 T29N R19W) Cottonwoo- !;Sout .p '07 Lot 2 .p9 Parcel No: �� ' 1.) Alt BM Description = • )Parcel - i „f ` 1 2.) Bldg sewer length t » amount of cover ji i �'' d • -' ,,/ e, At r LP,,i � t..• - - ry r 3 f r + r f :1 J' --. k t C.' ». tit+..:r .4',.:.-., s• ,, i !'y i-+ .. y :9 �4. ” Plan revision Required? Li Yes L! No Use other side for additional information. _ 1 Date Insepctor's Signature ,'' r Cert . No. r` SBD -6710 (R.3/97) �•1.�.".1,./i ;Q ;®+''"1. ......., .1in�.wa. a:.. S. 5 COtTHrie+rcd.Wl.$OV F Count t Safety and buildings Division County T 20 W. Washington Ave., P.O. Box 7162 ,, 1 c.V 1 —.1 t:iisconsin 1 Madison, 370 -71 b2 Sanitary Perm Number (to be tilled in by Co.) pa De rtmentt of Commerce 1 - L 5a rW 3_72„, L---- "' ""- °""" State Transaction Number 1 Sanitary Permit Applica /� . / 9_ in accordance with s. Comm. 83.2 44 Wis. Adm. Code, submission adult form it: the appropriate g l+erwwtmita? -_. unit is required prior to obtaining a sanitary permit. Note Application forms for stateaowned POWTS aru - Project Address (if dirferut:t than mailing address% submitted to the Department of C'omtrterce. Personal inrormation you provide may be wed for seconder) ik I 51 , /� n �t u ses in accuiduriee with the Privacy Law s. 15.64 I , m Stets. r o /Nl (r`J t 1. Application information - Please Print , f. 1 " _ rCed # - - - d'rupetty Owner's Name /I P roperty Owner's Mailing Address - _. _ 1 Property Location l G'G - y i clC�7t" 2..,!.' A t COUNT Govt. Lot _ • 1 City. State Lip Code . , phone Nwnher 4. 11) y;,s . set.ttwt ,3 ,ra te an i ._ ! ...rW�1Y � _. _ � _ _ . _ __ T g _ _ N; R . /.. ._. r 1 11. Type of Building (check all that apply) - - 0k, .„.4„ Lot s _ _ _._ _____ - -_; itd Or Fanniy Dwelling Numisce of Bedron e _ - Subdivision Name s,,b .� 1� �- , 6 ,ellod,/,49- - std .__ ii Fut,liGCnmmere;al - Describe Use _ ,.62 10l1� ---! ❑ State Owned - sc.ibc Ilya J City of - --- - - - A CSM Number -- 0 Village of (k / i r, D Town or ,. !!t+! p. -,etl - - __ Ili. Type of Permit: (Check only one box on line A. Comspiete Hat B if applicable) P C- TY New System ❑ Repltu:ement System 0 Treatment/Holding Tank Replacement Only 0 Other Modification to Existing System (explain) List Previous Permit Number and i3ste issued � Ital ❑ Permit Revision 0 Change of Plumber 0 Permit Transfer to New � Before Expiration+ , � [} Permit Renew _..__._. Owner I V. Tom' roc of POW7S 5ya enutomponenVlDev ,(Che alt rios iYi_ ._ N on- Pr aaaurize d t n- G rou nd Q P reesuriaed In- G ice: rou ❑ At- G t rade r n __ urd ? 24 let. u i __ su itable soil n Mound 24 in. ol' suttahlc soil II ,/ F a Q Holding Tank Other Dispersal Component (expiatn) _ __, ___ • Pr Device (explain) _ i y. Dispersal/Treatment Area Information: I - Design Flow (gpd) / 1 Design Soil Application Rate(gpdsf) Dispersal Kermit st) Dispersal Area Proposed (st) ! System Elevation --7— .� ' 4. Z- 5 Zit ° 2 25° l // / VI. Tank Info Capacity in T Total # of Manufacturer c �' � Gallons 1 Gallons Units j, y � g o y _ ... Tanks Exisrut • Tanki..•......_._.� `✓ �� f V I 1 t+• , . p r Sow of Holding Tank --. _ .. - _ / . - — ! Dosin g Gtunher "' _ .... ...._ i�c j III d I ..lC.LT` �..s l' 1.... t j VII. Responsibility Statement- 1, the undersigned, assume resptonslhitky for irtataliadou dun POWTS , , we on the attached plans. _ l Plumber's Name (Prtni; - Plu,irber SiSiTiiiure { PRS No fiber Busines 1 bore Number r - 4 1 : / /( 1?? plans. -- _I �/'� .. - � � - — l i...7ra� ? r d � _ 3 /2 7 P! umber's Address (Street. City. Stoic. Zio Code) r '111. County /Department Use a /. fir - 1 Xkpproved ❑ Di = I Perms Fee I Date Issued lasuilt ' gent Sig 07�� - + s /g b / 0 0 er C en n fi gctiia /J5 iX C ontlit1 . tK glS�eaaona for UiaaRl,roval \ / d o r6 .): moo (eM � e 1. Septic tank, effluent filter and � ,J � Ot l � �'�� w � — - dispersal cell must all be provides / maintained( w : Lrk... - O ff- yNa , .- .o,,,�.e.e_ pc1.4if...41-- as per management plan provided by plumber. 2. All setback requirements must be maintained -_ fit earear aoelicadte rode I 1 ) Lo a � t a y.,5 r x A• S 4- n+ ocAQ k.e '' . °�-. Amick le complete plans ro. tins s ystem *nose to the Cou only on paper not le • than 8 112 a 11 lrxhes site 4 4 L SBD -5398 ( R , 01 /07) Valid thin 01/09 S, p0.,�,^ S l� ¢ 2_, It& t)c�' r S O t/IA -- ple114." `t �— . 1 . / � �eft/crr/c -.-,-t es) • cam- �jr �� ` s • e �'_ Vo. Mar A PirAlrArAIIIIIMENNI -Kum) w I • S0i 7 ✓afua,016„. •Ex/ 7 grade "lei?' • Locaie.d 5&tk I'te-ormic- diass:c.004 1Z 1c)6 ,Pa or Co ria -ca Proposedwe // 3•14‘•;t4, .54 5ec. 0 "� f1 c ., /06.5S/' P!'opOscd ♦ 3 6 uireom �isi cJesct / V ' sue•41OPd.c. Propos Do bcv /div sewci; j (� i 4 a /4 ( 90u? SQ.GL�e�.i.e Q 44, A, /y /Q.r' "/ -s s- h erfruenf , a O u -t/4t• y'S . �p 44 Or ;g /oat / ode j Macts Ad. e. %%ld ouaC of 60s+4. dcSeroyco! //e..c.)4,,, -t esf2.6 /is4 •ed6y uz`0--/ew-, viz L/ u/Qfr � S c Z � , eda /cc.a--fiot- w.r..s ex S/ "A.S.T tit 303 s/ �" e,rt /Q6' e/tr/a.f »i Aii.e. ef</uerie /i12 faaS4l vnSO.fE ✓aRWe, tnet, � 0 . , �� and -cy �,-, 65 P cc), er Ccnc. � . ' U ' �1 ' _ 1 ,, ' (leg' = /al• 75a ,./. 1 ,4,......,,‹; t°sc(' / ; ' i , 0 p°• /00. sr i �,� o °.' V — • 0 a • c're t,neciq. ,' '0 i • ' �,'' ,' , / 4 n/� � /1 ' / . - OTCetse/),,,..,-, o/a t 25 /) ,, ,.. , -, oX/.3/.09' ,' i ,, ' w/ 4i 5- i /.2.5 0"th rs•c/ ce// '7"we zJ -' a , ' , • • / ,' ti, /aec. n /s //.s`.r 5 �/ %8" Io\o() ,' D r, Ce,s .5/laced a-.L� /. C,' • ' \ �' ' ' 42 , • I ' / 1 /' ,/ �� .z -/y ' P • 80•x'8 i , ,5eff/eme.. -7-6 ". KAIIPing 11111=11111111 • Se 07 e ✓ufua ,0( • EX/ 7 ?rade,tfeq" • Locaied j&is f Mic. 04.5.514-Coers Le62, /a-6 of* Co v„c<,ad en, posedJAW/ 5,, 54)P1/36/55 5cc.36, /0ca6 7. e /94.2 Tom. or D F.lu.d s are, 56. �ii;,c �, (/)/. (c% /iid,:rq 1 Proposed io8. SSA' io /. er A 3 6 cdcdorr/ / )lf/OleNGe Proposed driveway build/, .Setae..-, 1 t � ~ e7'uen ,eSW g et !s) ina /ldeIJ�inari's Rd. irl� ou� of�„C, desE+ //ltic.J/S.rY(. es-61_6/As 4.eci 6y d. rm;:i 0 0 aia� ,a /u/a,EAr- S a-, 1 4€/a /a t- 6fo,i,.a, [`s •n y " A. S.T 0/ 303 5/ i 0' eXera/OD a. 6'n e /eda -&"S P.d.e. e(>r /uane /sae // based or )6.9 :'`/E✓a.R,Pcarrt , / ' 51° � 0; 0.4- 4'y .serf • 4 /O e /e cendeu i Proposed .4esereo � .' ' 31 1 E/tN.= /ezt�' , • e° , c , 75 so /Jecoila to-ne ica s9 , ' eu,' ■ 0 • - : > ,' ' " / , , , / , , , 1 . ,, i 4 d lr(ecu, 0/ a-t 25.90 i' /3/. o9' ' /a 6fmais a 6 /1,s ",r Ss s0'. %" b\0(3 /,1 , , to r; .5 4-6 4 CV: i' al\ • e /J ,/ / � � :' , ' I . q •, %' 1 . / . ,• , : / : . . ,\ / i n ♦ J `� � ,,'' 6'q. 8 oft Safety and Buildings commerce.wi. 4003 N KINNEY COULEE RD OV g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 I sco n s i n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary October 03, 2007 CUST ID No. 227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/03/2009 Identification Numbers Transaction ID No. 1468619 SITE: Site ID No. 730946 Scott McCormick / McCormick Classic Construction Please refer to both identification numbers, Yost Drive above, in all correspondence with the agency. Town of Hudson St Croix County SW1 /4, SE1 /4, S36, T29N, R19W Lot: 2, Subdivision: Cottonwood Ridge South FOR: Description: Three Bedroom Mound System / New construction Object Type: POWTS Component Manual Regulated Object ID No.: 1154970 Maintenance required; 450 GPD Flow rate; 22 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Conditionally APPL a3 DEPARTMENT Ur CGtrMEnt:E WILLIAM C SCHUMAKER Page 2 10/3/2007 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 erard M Swim POWTS Plan Reviewer, Integrated Services (608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swim@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726 -2544 , Friday, 7:00 A.M. To 3:30 P.M. II • • MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: McCormick Classic Construction 3- bedroom residential mound co Owner's Name: McCormick Classic Construction - Scott McCormick c o Owner's Address: 572 128th Ave. Hudson, WI 54016 v Site Address: pending c 0 Q Legal Description: SW1 /4 SE1 /4, Sec.36, T.29N., R.19W. Township: Hudson County: St. Croix Subdivision Name: Cottonwood Ridge South Lot Number: 2 Block Number: Na Parcel I.D. Number: pending Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Attached soil evaluation report Designer: Bill Schumaker License Number: 227990 Date: 09/21/07 Phone Number: (715) 386 -3121 Signature: /,c».,�`�, Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01) Version 5.1 (R. 06/06) vuiLbmiS Page 1 of 9 SEE COR RES JNDENCE Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 In -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 8.00 Site Slope ( %) 100.00 Contour Line Elevation (ft) 22.00 Depth to Limiting Factor (in) 0.20 to -situ Soil Application Rate (gpd /ft Distribution CeII Information 112.50 Dispersal Cell Length Along Contour (ft) = [ 4.00lCell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest •oint in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) C C -I - • En. - • • r.00 Lateral Spacing (ft) If N above, enter the elevation (ft) •• • - • - - - s of the highest point. J 0.125 Orifice Diameter (in) 1.00 Estimated Orifice Spacing (ft) = ( 4.021ft /orifice 2.00 _ Forcemain Diameter (in) 40.00 Forcemain Length (ft) Does the forcemain drain back? Y 93.00 Pump Tank Elevation (ft) Enter Y or N r 6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal) 7.67 Vertical Lift (ft) 50.92 5x Void Volume (gal) 1.72 Friction Loss (ft) 57.45 Minimum Dose Volume (gal) '` 0.00 In -line Filter Loss (ft) 46.14 System Demand (gpm) �.: '> 15.89 Total Dynamic Head (ft) Lateral Diameter Selection • Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 1.25 1 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /inch Calculator (optional) Treatment Tank Information 750.36 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 37.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 20.28 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 750.36 Dose Tank Capacity (gal) PolyLok Filter Manufacturer I 20.28 Dose Tank Volume (galin) PL -525 Filter Model Number Wieser Concrete Manufacturer Project: McCormick Classic Construction 3- bedroom residential mound Page 2 of 9 Mound Plan and Cross Section Views T 1/10 B • JJ • • ' A i - . - . . qp' . . '.' . . •.'.' . . Observation Pipe . '. © — W ---ti I • • L • Mound Component Dimensions Down slope toe extension made. A 4.00 ft E 17.84 in H 1.00 ft K 9.29 ft B 112.50 ft F 9.25 in 1 16.00 ft L 131.09 ft D 14.00 in G 0.50 ft J 5.90 ft W .90� 450.00 (ft Dispersal Cell Area 2250.00 (ft Basal Area Available 1 4.00 (gpd /ft) Linear Loading Rate 11.25 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.94 (ft) ---► ..../. ,.. * H G 11./!! / / / / / / / / / /// !!! //!! /!llf.. F Dispersal cell 101.67 (ft) Lateral 101.17 (ft) — :: Invert Dispersal Cell ' • 0 Elevation E D s , '5 . r . a,, � .,. 4 `. x • c� t ... , • .. '. ' A 100.00 (ft) Contour Elevation 8.0 % Site Slope Geotextile Fabric Cover Shading Key .0 a 711 Dispersal Cell See lateral details on a Page 4 for number, size, Q Topsoil Cap o 1.5 ft . ti fti: :: ;. }''`':r; , g To o .5 c •:• r•r•: and spacing of laterals. • © fj Subsoil Cap j . . :.:C,S , : . lkill ASTM C33 Sand 4 ° !4 T • f r_ . f'f La terals are equally �=ill ,;. f ,. ; : ; �.,�.. ti ; ;. r ... ; F q Y 124 j .° Z I spaced from the Tilled Layer 0 ft •` Typical ' Lateral }: p © F ti ' ti rf: f. tir:.r . 5 . distribution cell's •• �. 1 Aggregate o .. _ _ —jp-- ' •'' •�' centerline in the — A — 4 0 distribution cell (AxB). Project: McCormick Classic Construction 3- bedroom residential mound Page 3 of 9 i Center Connection Lateral Layout Diagram 1< P >1 I t- IEHl Laterals & force main of PVC Soh 40 (per COMM Table 84.30 - Holes drilled on the bottom of the lateral. • a Turn w ba l lvalve or of ee n out plug equally spaced — Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 1.00 ft Lateral Length (P) 55.50 ft Orifices per Lateral 56 Lateral Spacing (S) 0.00 Orifice Density 4.02 ft /orifice Lateral Flow Rate 2 , gpm Manifold Length 0. 0 System Flow Rate 46.14 gpm Manifold Diameter Total Dynamic Head 15.89 ft Forcemain Velocity 4.71 ft/sec Dose Tank Information Locking cover with waming label and locking device and sealed watertight Electrical as per NEC 300 and --i► Comm 16.28 WAC -3 1 4 in. min. `-- Disconnect • Tank component is properly vented ❑ E < Alternate outlet location J ___ , Forcemain diameter Wieser Concrete Manufacturer --I 2 in. Capacity 750.36 Gallons Volume 20.28 gal /inch A Weep hole or anti - Dimension Inches Gallons B ` siphon device A 20.93 424.55 B 2.00 40.56 C H i Pump off elevation (ft) C 2.07 41.89 1 94.00 D 12.00 243.36 D Total ( 37.00 750.36 Dose tank elevation (ft) 3" Bedding un er tank. ( 93.001 Alarm Manuafacturer LevelArm Alarm Model Number DLV _____ ___1 Pump Manufacturer 'Goulds j Pump Model Number 3871 EP05 Pump Must Deliver ( 46.141gpm at' 15.891ft TDH Project: McCormick Classic Construction 3- bedroom residential mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phone (715) 386 -3121 POWTS Regulator's Name St. Croix County Zoning Dep't. Phone (715) 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Bali Valve Distribution • • • • • • • • • • • • •• • • • • ill Lateral - Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: McCormick Classic Construction 3- bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its component manuals [SBD- 10691 -P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD 10706 -P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness, Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Seotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L 800 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg /L TSS, 10 mg /L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 9 .0 GOULDS PUMPS Submersible Effluent Pump ...�. -t . MODEL D O I 1 EP05 EPO4 APPLICATIONS • Fully submerged in high • EPO5 Impeller: Thermoplas- • Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance. construction. heat transfer. • Casing and Base: Rugged • • Homes systems thermoplastic design provides AGENCY LISTING Available for automatic and • Farms superior strength and corrosion manual operation. Auto SP. Canadian Standards Association • Heavy duty sump matic models include resistance • Water transfer Mechanical Float Switch • Motor Housing: Cast iron Goulds Pumps is ISO 9001 Registered. • Dewatering assembled and preset at the for efficient heat transfer, factory. strength, and durability. SPECIFICATIONS • Motor Cover: Thermoplastic FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 3 /4" maximum. • EPO4 Impeller: Thermoplas- • Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1' /2" NPT. seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA -N elastomers, • Temperature: 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. METERS FEET , - • Fasteners: 300 series 10 + stainless steel. • Capable of running 9 - 30t --r- fsGPM dry without damage to 8 - 4 -2.5 Er components. ; Q 7 Motor: _ • EPO4 Single phase: 0.4 HP, u 6 - 20y 115 or 230 V, 60 Hz, 1550 ,457891 RPM, built in overload with ' > 5 15 0 .. I- -- , _ _ automatic reset. ---- - --- -a e — • g p F 4 EPO5 EPOS Sin le hase: 0.5 HP, I -._ 115 V or 230V, 60 Hz, 1550 0 RPM, built in overload with 3 to EPO4 automatic reset, 2 - • Power cord: 10 foot 5 ; _ : standard length, 16/3 1 SHOW with three prong u ding plug. Optional 20 0 10 zo 30 Ik_. 4 grounding 40 50 GPM foot length, 16/3 SJTW with , / 6. / V ,� .7 - e �r,re sn.9c c f' eQ , c< three prong grounding plug 8'/ �'�° � y O (standard on EPOS). o z 4 6 s io lz m' /n CAPACITY Goulds Pumps 2002 Goulds Pumps ITT Industries Effective September, 2002 p B3871 Q 7B�/ ■ —.1./ it L.t11�..T n SOIL EVALUATION REPORT #1988 Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 1 of 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Pen P ing Please print all information. Revie d By Dat Personal information you provide may be . - i or Rerrc� WEDivacy :w, s. 15.04 (1) (m)). I / 1 / Property Owner t � i �� -- - roperty Location / J Bast, Kernon 5 I , 106 , .ovt. Lot na SW1 /4, .E1/4, S36, T29N, R19W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 948 Labarge Rd. nix COUNTY 2 na Cottonwood Ridge South City State Z • Co C T. P hone Number City Village Z Town Nearest Road Hudson 1 WI i - .' • I 715 - 386 - 7775 Hudson 1 Cty Rd N Z New Construction Use: Z1 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Silty sediment over Fractured limestone. Flood plain elevation, if applicable na ft. General comments Mound design, sytstem elevation 101.16ft based on contour line elevation 100.00ft Minimuum 14 Inches Yt and recommendations: ASTM 33 Mound sand. / ,:_C (ha.4—, tC& ' d; cfd - r( b , e.,' , �,, . ,_ j / i �z' ��,2�,kr % iC ��` F '<el 4'_� 6. -� e-1- 6.E > /lr y,I,c. C-_v --66/ d ' d / . , i / /rt�C� I T ry, ® ? 1 Boring # ❑ � � Z Ground surface elev. 100.00 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10yr3/2 none sil 2msbk mfr cs lvf .6 .8 2 12 -31 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 31 -52 5yr4/4 none scl om na gw na .0 .0 4 52- 10yr7/4 none fractured limestone na na na .0 .0 2 Boring # ,/ 1 Ground surface elev. 100.00 ft. Depth to limiting factor 31 in. Soil Application Rate ' Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 - 11 10yr3/2 none sil 2msbk mfr cs lc .6 .8 2 11 -31 5yr4/4 none sl om mfr gw na .2 .6 3 31- 10yr7/4 none = racturec Limestone na na na .0 .0 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) Signature: - CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/10/2006 715 - 760 - 0347 SBD -8330 (R.07 /00) L r F7operty Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 3 Boring # p /. G round surface elev. 97 ft Depth to limiting factor 22 n. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 12 -22 10yr4 /4 none scl 2msbk mfr gw na .4 .6 3 22 -31 5yr4/4 none scl /cI om na aw na .0 .0 4 31 -51 2.5y5/8 f2d 7.5yr5/6 cl om na gw na .0 .0 5 51- 10yr7/4 none :racturec limestone na na na .0 .0 Boring # ❑ G round surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 Boring # ❑ Ground surface elev. ft. Depth to limiting factor in, Li Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R,07/00) Steers Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kernon Bast 994 200 St. CST - POWTSM SW1 /4,SE1 /4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715- 760 -0347 Cottonwood Ridge South, Lot 2 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1 " = 40' • = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe e_ct2 ❑ = Borings <_ 9 � d- Boring Elevations ,953cs B1 = 100.00 ft :2 = 100.00 ft Co �`�� h B 97.90 ft f �r B4 = 0.00 ft sow AO I ‘1* r yb, 1 ' . tit sr0 " - ' 1 . J 25 4.64_, X Imo' ORING PR DEPTH 15' _+. , • FILTRATION POND I 1 ji 95556 sq. ft � �°` BORING PIT DEPTH 15' ! ` INFILTRATION POND C.B.A. = 2.1 AC. ` �r � , HWL= 1048.00 1x0" .6 LBO= 1051.50 � ` X 24 ► x `. 1063.8 .79 Ac = + Acres 1 7 sq. 8 80 Sq. ft C.B.A. 2.7 AC. ,,,,,``• / ! 1 LB • 1050.. • ` C. c .A. = AC. rLS7 °04'32 97.4 `L •.- 10 vi CU A }r 89.n � 2 b' l • •25 ' es • • 37 sq. ft 00-0 k . B.A. — 2.2 \ siiiimmir Ms � � v � �` Bo =1 c X a Adihi �` 396. K lit iftr , S ‘I -.., * ) ; - ' 68. � � _ 1245.4' EAST ROAD j 214.. - _ 101.6 ' X 37 5 `it 1069.3 OU _OT 1 ft 8.73 AC' ' • es C. t"? 1,909 SQ. FT. \ s 50 ° 3 13 r • , ft 1/4 2.9 pi 0 4. B411/412:0423'. C. a� a : 5 • Acres �, X Ci 141 q.ft .. �� 1071.6 3.2 C.: ' . = 3. AC. 1114Z LBO 1043.0 ‘4 : A ,� 150 ,00 10 „....,4§iik„, \--------,\ _,,, ,, . i ,. f . ,, .- WETLAND �.� \ ,.. DELINEATION \ '''''•\ 0 0 / �� 218.01' ?..: 1 '.1 -��`• . _ 470 70 by t ' tl ‘, 5 T \ \ \ iAni .f. ,W.W \ i \ 1, \ dog � qi oo�oavi000 i \. 1 „ 1 f r I W LoET coo I i i 1 LOT @'il "±: Iff J `bc �� 47 '47 _� \ 25 ° /111";ml _ >97{_ ° ET 2.19 Acres T --s64sa ` _ _ 9s,54s C� SQ. Ff. ° q . \• 1 `,. E� OpOF g E a � �, �, , AT/ LBO= 1051.50 / C . � ° / ' fObe ,57.5 y ' �. , HWL =104$:00 .............. /93.38,--,::::-/,'. T 4� j ° • l �`'� ?j \` ED r /.. ■ ti 1 • {' 8 A o EASEMENT i 1 / / ,/ / j n a, ,j ' % 88,010 ,% • / 2.02 Acres ` `\ 66.71' 95".55 �" % /� , / LBO = 105 0. 00 • \ 0500 . ea g /i i 1 , p � i Q GPs „q �' o — , . S88 6'E 389.01' A ` , \ � �`l , \ / . 5 G 01 ,.:— — 7‘. _ — —1' : ,: - , „ � 153.47' `. �� \. \ \es i'� 2.00 Acres i Z aC / 2 87,125 SO. F• L130=1050.00 I 1 \ 2.25 Acres 1 15 15 '� \ 98,137 S0. FT ri ei P 30 I at N. \ \ ;\ ® �`�_ __ __ _- TOP...... 0 \\ `��� ° __ __ 3 _ _ ELEVATION�E� `�' • I i s. SI PREPARED FOR: COUNTY PLAT RERNON BAST AND COTTONWOOD SOUTH A L OONALOA SPEER.EAST 945LaBARGE ROAD LOCATED IN PART OF THE OF SW1 /4 OF THE SE1 /4, IN PART OF THE SE1 /4 OF THE SW1 /4 AND HUDSON. OF 050N. WI 5401e N THE NE1 /4 OF THE SW1 /4 OF SECTION 36, T29N, R1 SW, TOWN OF HUDSON, ST. CROIX COUNTY, SURVEYOR WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 6, PAGE 1642. EDWIN C. FLANUM w NORTHLANDSURVEVING. INC. o f BSBAHWY'65' \P.O.ROX14 sa ROBERTS. W154023 PHONE -IS-- 941718 FAX 18 1 1715.7 45,-19 � . ENGINEER ANION WOULD INTERFERE win, ON CHANGE THE KIP JOHNSON u ° a AATIOx oFO APPRO NCA INC a ^ LOCATION SKETCH 2920 ENLOE STREET E SOR U w•rVED COMPREHENSIVE EROSION can ms PLAT. THIS INCLUDES BUT IS NOT uM,RO TO BONDING UPON, axsTnOrnxO. ALTERING. FlLLNG. r : i Il AR EASEMENTS, IT PH ANY -SCWI51 • SURVEY STAKE i ! Wrsxa S MM u Im EASE ENTS AS HEREx OO Ix • . n u I JaT1 MER , ; � scDNSI {orr '/ :POVATE DD AREA ^Ea RNA.,NE RIGHT TO THAT INN INSTALL/MOH WOULD oI N BANYSURVEY EACH PARCEL SHOWN ON MRS MAP IS SUBJECT C• '' RE O c s G � COMMAND LnANG roWxs wlAw TSIM m RE CUU,io� xsaM ' %.� vintAelos. wlwxuu wrs�.rvun s ACCESS TO ARCEL, ETCH BEP j/ / -- DEaELOPWO PARCEL OF LAND CONTACT THE ST. CROIX TowNaOR1oFDRAOMG E EONINO E AND APPROPRIATE ;i /2. SECTION 36, TEEN, R19W 1 'InI1111CI11111II11111IIIIII1 IIIIIINIIIIII 1 '3;, `?gi.0. 1 I ` � • 1J - 11, �I L„I icy s'�Irll!U (YL allD(I C \ — 1 q34'' D I ... / \ - 1 2 I - ✓o .sl.tn�4�1. 15 -- _ LL L,OO V U30O 1 -- y . >. . °� r o1 s 1 / it ' g g 4 24 e . —N78°47, \ G_'cpi5 Ul 2 L,CY' a I 25 ° .p -- .a.. ° h i COU c £�.PA. 0tkl - 2.19 Remo 1 °_ EL.Y M 51a sa. P• R EaAR -- ry wog. P18.9�S' i : L"m,,m,,0 l 417: 1 7 4 wLA aA a .M;I- .1,0,,, N K HIGNW Y 09 �� 3 a s rD , ` L .IX a D - - �wy _ _. • E.eDI.ET 1, N R 1. r• ao_ w ( 4 . � L, , , ,:•;,' ry / % 23 N P x O,aIID LOTS A 10,11 A IA WILL EE �E� T4 '''_ - __ . : - '.2' . .: @ c�9 A" o A € LEGEND s 3 '; 5 _ 5 ' RMD MEN EoGND w a " / 90.137 SO. Do .00 .P, ao ...NON a ..a «0D D RRNo • ° ..... .a G,Laa.PERUNEARFOO, bb 2 a A t • , ,. '`° ° . -_._ _,.. ELL ° "" , INAMETERS,EUreORVEVYARR NRLPOUrm ��' 0. �. ' sad n j .. .. .... maO.GWArserucR UxE n . . _ -_ ° — '� _ 41 1 r ' • •R er Ie1x -_. . -_. _ _ _ 12 u,u,YEASP... 2 ., .11 IV IRON RADARS, WEIGHING 1.90 LAS Asa 8 lf - a YOSTD WD HIVE --- -_ _> GRYE xmvn w 10 # i# oWEIT.NNGRGO.cxINDE�YA,roN Ntat L 24 "j ‚ ' 6 ... .. .... ss l c I II wL.raA MON WATER G« EELEVATION 1 1 3 w Lao_,0..'0 M 0m $ a.e,earE 1360. I0.. Wm I DNDrNAAv H DN WATER MASA II O X 3 a g _ OUTLOT 1 = 1- tu 4( ui R Y A MM 204, m 0so r p 8 8 «q --3 11V,,,01??.... _, 1 TA # tso 0..00 ,.{ fi r / x r .,. Lr sO. n. ^ 7 E ENSroor� _ • _� ate "i'r i _ "°"°°°.'"" 0s er,usa 4, } �6 S i N S81 £ WIDE 6ANITA .. M "*.''''''"'""° _ -_- 3V p 0703 SO. cT \ / _. RY —"-•• , to 8 # .,14 ; / W ICK ._.._ - --'- Nr I, . 393 '4 L _ .. _ - ;.7.,. -- " - . _. M E.a 9 ER OM mE a 0 e „En MgRN e T o MI # . SECTION SS � nWL� ... C ORNER neA, NOTE: ��.\ N69 1 326.fid OCCUPIED conxER muxE OET�irESE,N I l� _ ,. �scn ( a IGNN D � \\ PIEDar I NOTE l. PER ST. CROIX GOV _ Id WATER ARE M SUILIECT TO �� ' x WISCONSIN ww D 1080 SAW DnTGDEER«xE INESONINO I t t� PuaLle,RUar COUNTY REOUIR4OEE THE oERMM1 O PRESERVATION SOCIETY FOR PRESE,NAWONoP AN SETTLEMENT I ;I 'II ASSUMED MANS AREA 00101 7 PLATTED FOR THE LO.TION OF TH15E01.0.4 SAIO IN SOD LOTS SHAE. COMMON AND FM. OWNERSHIP HAYS SCALE IN FEET 1" = 100' PriaMiiTZI 100 0 100 200 SHEET 1 OF 3 SHEETS THIS INSTRUMENT DRAFTED BV NEVIN HEED JOB EROS DATE 01-16-07 1 WI? . Lt9Gt7 113:410 113Zu t 3CJJO yf.y i•A r 4...,+•..• ..... • • • ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address < L4 eths 40,0, Huoswd W/sayuswt? 5kv4 • Property Address ts • (verification required om Planning Department for new construction) Ot: City/State I/v4. sofiVa Parcel identification Number LEG Al. J SCRIPTION tJ Property Location Vir V/. ,' '1. Sec. 56 , T 29 N•RILw, Town of Subdivision . Lot N Certified Survey Map # •_„ _�_�, Volume , Page N ...., _ Warranty Deed # Volume Page # Spec house Pr yes 0 no Lot lines identifiable OIC yes CI no SYSSTEM MAI NTENANCE Improper use aniJ maintettaneeof your septic system could result in its premium fattens to handle wastes. Prope r maintenance consists of pumping out the septic tank every three years ar sooner. if needed by s bunted pumpw Whig ram p"u into ehc system can affect the &action of the septic taint as a treatment stage M the wane disposal system. The property owner agrees to submit to St. Croix Zoning Department s. cerufieetion fame, mined by the dame? and a roams plumber, journeyman plumber. restricted plumber or a licensed pumper verifying that (i) the on•site wsstewaterdisposat system is et proper operating condition andror (2) after inspeetton and pumping (if necessary). the septic tank is less than 15 full of sludge. • Irwe the undersigned have read the above requirernettts and agree to maintain the private sewage disposal system with the standards set forth. herein. as set by the Department of CutTtettesee maid the Department of Natural Resources. State of Wisconsin Certification stattn r • • synewl has been rasa +ntain,et must be completed and retuned to the St. Croix County Zoning Office within 30 day or ` year • ration datc, SI r A a017AP?LICANT DATE QWNER RTIFICATION ) calif that all statements an this fount are true to the best of my (our) knowledge • 1 (we) am (are) the 0w1010 of the •pc •ed vc. • virtue of a warranty deed recorded in Register of Deeds Office. • 7/.4/207 31 AT'U - • e i APPLICANT DATE Any information that is lots - represented may result in the sanitary permit being revoked by the Zoning Dcpsrtmcnt. •• Include with this application: a stamped warranty deed franc the Resists. of Deeds office a cop of the certified survey map if refetence is veade In the warranty decd • d m ac► ®OCcr r uosuuor . uoser air : rn ern as 'man r ' STATE BAR OF WISCONSIN FORM 2 — 1982 8 3 Ea 3 WARRANTY DEED ,. ' , DOCUMENT NO. KATHLEEN H. WALSH REGISTER OF DEEDS -- ST. CROIX CO., WI Neil L. Wilcoxson and Mary Jo Wilcoxson. husband and RECEIVED FOR RECORD wife, Grantor 11/06/2006 12:40PM WARRANTY DEED conveys and warrants to Kernon J. Bast and Donalda J. Speer—Bast, F EXEMPT i 13 husband and wife, Grantee TRANS F E: 13.00 TRA FEE: COPY FEE: CC FEE: PAGES: 2 THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS the following described real estate in St. Croix County, / j) a"`, 87 State of Wisconsin: 944 AthebtAbe An. SEE ATTACHED EXHIBIT A t05o�, r s-74,01 4, D ltD - Qo-oop PARCEL IDENTIFICATION NUMBER This i S nn4 homestead property. (ts) XX Exception to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 3 st day of October �� i �j�i �Q J ��,,, yam,, A.D., i� /� �nn� /`t • va/ 7�,2� (SEAL) �' l" �Cf'Cy d'' IV (SEAL) • F. L. Wi7roxGOn • Mary Wi l r�nxsnn • <- • (SEAL) (SEAL) • • AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, 1 ss, St. Croix authenticated this day of 19 Count�� [ersonally came before me this =3 day of - 77o v e•me.lo-e.--- ,�9200k, the above named • —Neil L. Wi1so _ . • •. -_- TITLE: MEMBER STATE BAR OP WISCONSIN (If not, authorized by §706.06, Wis. Slats.) to me known to be the persons who executed the foregoing instr nt and acknowledge the same. !Ai THIS INSTRUMENT WAS DRAFTED BY (/,(I :a/�,,� Kernon .T. Bast 4 "' "1 r �Q rvt C a /�1' - W. vv.n ti Notary Public, 51-- C '•', x., County, Wis. (Signatures may be authenticated or acknowledged. Both are not My commission is permanent. Of not. state expiration date: necessary.) - } S 10 • __ _ amela Pi. Willman 19 ) • Names of persons signing In any capacity sho by typed or printed below their signatures. f t , Notary Public STATE BAR OF \VLSGONSIN State of Wiscd in Looal el' '^" r 1 Exhibit A PCN 020 - 1109 -90 -000 PMN 36.29.19.444B LOCATED IN PART OF THE SE1/4 OF THE SW1 /4 OF SECTION 36, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SW CORNER OF SECTION 36; THENCE N89 °50'23 "E, ALONG THE SOUTH LINE OF THE SW1 /4 OF SAID SECTION, 1316.60 FEET TO THE WEST LINE OF SAID SE 1 /4 OF THE SW 1 /4 BEING THE POINT OF BEGINNING; THENCE CONTINUING N89 °50'23 "E, ALONG SAID SOUTH LINE, 24.00 FEET; THENCE N44 °48'35 "W 33.73 FEET TO SAID WEST LINE; THENCE S00 °32'26 "W, ALONG SAID WEST LINE, 24.00 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 288 SQUARE FEET. • 2 of 2